{"product_id":"design-of-wood-structures-asdlrfd-eighth-edition-9781260128673","title":"Design of Wood Structures ASDLRFD Eighth Edition","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003e\u003cb\u003eThe leading wood design referenceâthoroughly revised with the latest codes and data\u003c\/b\u003e\u003cbr\u003e\u003cbr\u003e\u003cbr\u003eFully updated to cover the latest techniques and standards, the eighth edition of this comprehensive resource leads you through the complete design of a wood structure following the same sequence used in the actual design\/construction process. Detailed equations, clear illustrations, and practical design examples are featured throughout the text. This up-to-date edition conforms to both the 2018 International Building Code (IBC) and the 2018 National Design Specification for Wood Construction (NDS).\u003cbr\u003e\u003cbr\u003e\u003cbr\u003e\u003ci\u003eDesign of Wood Structures-ASD\/LRFD\u003c\/i\u003e, Eighth Edition, covers:\u003cbr\u003eâ\u003cspan\u003e \u003c\/span\u003eWood buildings and design criteria\u003cbr\u003eâ\u003cspan\u003e \u003c\/span\u003eDesign loads\u003cbr\u003eâ\u003cspan\u003e \u003c\/span\u003eBehavior of structures under loads and forces\u003cbr\u003eâ\u003cspan\u003e \u003c\/span\u003eProperties of wood and lumber grades\u003cbr\u003eâ\u003cspan\u003e \u003c\/span\u003eStructural glued laminated timber\u003cbr\u003eâ\u003cspan\u003e \u003c\/span\u003eBeam design and wood structural \u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003ePreface \u003cbr\u003e Nomenclature \u003cbr\u003e 1 Wood Buildings and Design Criteria \u003cbr\u003e 1.1 Introduction \u003cbr\u003e 1.2 Types of Buildings \u003cbr\u003e 1.3 Required and Recommended References \u003cbr\u003e 1.4 Building Codes and Design Criteria \u003cbr\u003e 1.5 ASD and LRFD \u003cbr\u003e 1.6 Organization of the Text \u003cbr\u003e 1.7 Structural Calculations \u003cbr\u003e 1.8 Detailing Conventions \u003cbr\u003e 1.9 Fire-Resistive Requirements \u003cbr\u003e 1.10 Industry Organizations \u003cbr\u003e 1.11 References \u003cbr\u003e 2 Design Loads \u003cbr\u003e 2.1 Introduction \u003cbr\u003e 2.2 Dead Loads \u003cbr\u003e 2.3 Live Loads \u003cbr\u003e Floor Live Loads \u003cbr\u003e Roof Live Loads \u003cbr\u003e Special Live Loads \u003cbr\u003e 2.4 Snow Loads \u003cbr\u003e 2.5 Soil Loads and Hydrostatic Pressure \u003cbr\u003e 2.6 Loads Due to Fluids \u003cbr\u003e 2.7 Rain Loads \u003cbr\u003e 2.8 Flood Loads \u003cbr\u003e 2.9 Tsunami Loads \u003cbr\u003e 2.10 Self-Straining Loads \u003cbr\u003e 2.11 Wind Loads—Introduction \u003cbr\u003e 2.12 Wind Forces—Main Wind Force Resisting System \u003cbr\u003e 2.13 Wind Forces—Components and Cladding \u003cbr\u003e 2.14 Seismic Forces—Introduction \u003cbr\u003e 2.15 Seismic Forces \u003cbr\u003e Redundancy Factor \u003cbr\u003e Base Shear Calculation \u003cbr\u003e Design Spectral Response Accelerations SDS and SD1 \u003cbr\u003e Importance Factor, Ie \u003cbr\u003e Seismic Design Category \u003cbr\u003e Response Modification Factor, R \u003cbr\u003e 2.16 Seismic Forces—Primary System \u003cbr\u003e 2.17 Seismic Forces—Components \u003cbr\u003e 2.18 Load Combinations \u003cbr\u003e Summary of Load Types \u003cbr\u003e ASD Load Combinations \u003cbr\u003e LRFD Load Combinations \u003cbr\u003e Determining Applicable Loads \u003cbr\u003e Simultaneous Occurrence of Loads \u003cbr\u003e Load Duration Factor, Time Effect Factor, and Allowable Stress Increases \u003cbr\u003e Load Levels \u003cbr\u003e 2.19 Serviceability\/Deflection Criteria \u003cbr\u003e 2.20 References \u003cbr\u003e 2.21 Problems \u003cbr\u003e 3 Behavior of Structures under Loads and Forces \u003cbr\u003e 3.1 Introduction \u003cbr\u003e 3.2 Structures Subject to Vertical Loads \u003cbr\u003e 3.3 Structures Subject to Lateral Forces \u003cbr\u003e 3.4 Lateral Forces in Buildings with Diaphragms and Shearwalls \u003cbr\u003e 3.5 Design Problem: Lateral Forces on One-Story Building \u003cbr\u003e 3.6 Design Problem: Lateral Forces on Two-Story Building \u003cbr\u003e 3.7 References \u003cbr\u003e 3.8 Problems \u003cbr\u003e 4 Properties of Wood and Lumber Grades \u003cbr\u003e 4.1 Introduction \u003cbr\u003e 4.2 Design Specification \u003cbr\u003e NDS \u003cbr\u003e NDS Supplement \u003cbr\u003e Special Design Provisions for Wind and Seismic \u003cbr\u003e Design Manual \u003cbr\u003e Code Adoption \u003cbr\u003e 4.3 Methods of Grading Structural Lumber \u003cbr\u003e 4.4 Derivation of Design Values \u003cbr\u003e 4.5 Species and Species Groups \u003cbr\u003e 4.6 Cellular Makeup \u003cbr\u003e 4.7 Moisture Content and Shrinkage \u003cbr\u003e 4.8 Effect of Moisture Content on Lumber Sizes \u003cbr\u003e 4.9 Durability of Wood and the Need for Preservative Treatment \u003cbr\u003e 4.10 Growth Characteristics of Wood \u003cbr\u003e 4.11 Sizes of Structural Lumber \u003cbr\u003e 4.12 Size Categories and Commercial Grades \u003cbr\u003e 4.13 General Notation \u003cbr\u003e 4.14 Wet Service Factor CM \u003cbr\u003e 4.15 Load Duration Factor CD (ASD Only) \u003cbr\u003e 4.16 Time Effect Factor λ (LRFD Only) \u003cbr\u003e 4.17 Size Factor CF \u003cbr\u003e 4.18 Repetitive Member Factor Cr \u003cbr\u003e 4.19 Flat Use Factor Cfu \u003cbr\u003e 4.20 Temperature Factor Ct \u003cbr\u003e 4.21 Incising Factor Ci \u003cbr\u003e 4.22 Resistance Factor ϕ (LRFD Only) \u003cbr\u003e 4.23 Format Conversion Factor KF (LRFD Only) \u003cbr\u003e 4.24 Design Problem: Adjusted Design Values \u003cbr\u003e 4.25 References \u003cbr\u003e 4.26 Problems \u003cbr\u003e 5 Structural Glued Laminated Timber \u003cbr\u003e 5.1 Introduction \u003cbr\u003e 5.2 Sizes of Glulam Members \u003cbr\u003e 5.3 Resawn Glulam \u003cbr\u003e 5.4 Fabrication of Glulams \u003cbr\u003e 5.5 Grades of Glulam Members \u003cbr\u003e 5.6 Appearance Classification \u003cbr\u003e 5.7 Adjustment Factors for Glulam \u003cbr\u003e Wet Service Factor (CM) \u003cbr\u003e Load Duration Factor (CD)—ASD Only \u003cbr\u003e Time Effect Factor (λ)—LRFD Only \u003cbr\u003e Temperature Factor (Ct) \u003cbr\u003e Flat-Use Factor (Cfu) \u003cbr\u003e Volume Factor (Cv) \u003cbr\u003e Shear Reduction Factor (Cvr) \u003cbr\u003e Resistance Factor (ϕ)—LRFD Only \u003cbr\u003e Format Conversion Factor (KF)—LRFD Only \u003cbr\u003e 5.8 Design Problem: Adjusted Design Values \u003cbr\u003e 5.9 References \u003cbr\u003e 5.10 Problems \u003cbr\u003e 6 Beam Design \u003cbr\u003e 6.1 Introduction \u003cbr\u003e 6.2 Bending \u003cbr\u003e 6.3 Lateral Stability \u003cbr\u003e 6.4 Adjusted Bending Design Value Summary \u003cbr\u003e 6.5 Shear \u003cbr\u003e 6.6 Deflection \u003cbr\u003e 6.7 Design Summary \u003cbr\u003e 6.8 Bearing at Supports \u003cbr\u003e 6.9 Design Problem: Sawn Beam \u003cbr\u003e 6.10 Design Problem: Rough-Sawn Beam Using ASD \u003cbr\u003e 6.11 Design Problem: Notched Beam \u003cbr\u003e 6.12 Design Problem: Sawn-Beam Analysis \u003cbr\u003e 6.13 Design Problem: Glulam Beam with Full Lateral Support \u003cbr\u003e 6.14 Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in. \u003cbr\u003e 6.15 Design Problem: Glulam Beam with Lateral Support at 48 ft-0 in. \u003cbr\u003e 6.16 Design Problem: Glulam with Compression Zone Stressed in Tension \u003cbr\u003e 6.17 Cantilever Beam Systems \u003cbr\u003e 6.18 Lumber Roof and Floor Decking \u003cbr\u003e 6.19 Fabricated Wood Components \u003cbr\u003e 6.20 References \u003cbr\u003e 6.21 Problems \u003cbr\u003e 7 Axial Forces and Combined Bending and Axial Forces \u003cbr\u003e 7.1 Introduction \u003cbr\u003e 7.2 Axial Tension Members \u003cbr\u003e 7.3 Design Problem: Tension Member \u003cbr\u003e 7.4 Columns \u003cbr\u003e 7.5 Detailed Analysis of Slenderness Ratio \u003cbr\u003e 7.6 Design Problem: Axially Loaded Column \u003cbr\u003e 7.7 Design Problem: Capacity of a Glulam Column \u003cbr\u003e 7.8 Design Problem: Capacity of a Bearing Wall \u003cbr\u003e 7.9 Built-Up Columns \u003cbr\u003e 7.10 Combined Bending and Tension \u003cbr\u003e Combined Axial Tension and Bending Tension \u003cbr\u003e Net Compressive Stress \u003cbr\u003e 7.11 Design Problem: Combined Bending and Tension \u003cbr\u003e 7.12 Combined Bending and Compression \u003cbr\u003e 7.13 Design Problem: Beam-Column \u003cbr\u003e 7.14 Design Problem: Beam-Column Action in a Stud Wall Using LRFD \u003cbr\u003e 7.15 Design Problem: Glulam Beam-Column Using ASD \u003cbr\u003e 7.16 Design for Minimum Eccentricity \u003cbr\u003e 7.17 Design Problem: Column with Eccentric Load Using ASD \u003cbr\u003e 7.18 References \u003cbr\u003e 7.19 Problems \u003cbr\u003e 8 Wood Structural Panels \u003cbr\u003e 8.1 Introduction \u003cbr\u003e 8.2 Panel Dimensions and Installation Recommendations \u003cbr\u003e 8.3 Plywood Makeup \u003cbr\u003e 8.4 OSB Makeup \u003cbr\u003e 8.5 Species Groups for Plywood \u003cbr\u003e 8.6 Veneer Grades \u003cbr\u003e 8.7 Exposure Durability Classifications \u003cbr\u003e 8.8 Panel Grades \u003cbr\u003e 8.9 Wood Structural Panel Siding \u003cbr\u003e 8.10 Roof Sheathing \u003cbr\u003e 8.11 Design Problem: Roof Sheathing \u003cbr\u003e 8.12 Floor Sheathing \u003cbr\u003e 8.13 Design Problem: Floor Sheathing \u003cbr\u003e 8.14 Wall Sheathing and Siding \u003cbr\u003e 8.15 Stress Calculations for Wood Structural Panels \u003cbr\u003e 8.16 References \u003cbr\u003e 8.17 Problems \u003cbr\u003e 9 Diaphragms \u003cbr\u003e 9.1 Introduction \u003cbr\u003e 9.2 Basic Diaphragm Action \u003cbr\u003e 9.3 Shear Resistance \u003cbr\u003e 9.4 Diaphragm Chords \u003cbr\u003e 9.5 Design Problem: Roof Diaphragm \u003cbr\u003e 9.6 Distribution of Lateral Forces in a Shearwall \u003cbr\u003e 9.7 Collector (Strut) Forces \u003cbr\u003e 9.8 Diaphragm Deflections \u003cbr\u003e 9.9 Diaphragms with Interior Shearwalls \u003cbr\u003e 9.10 Interior Shearwalls with Collectors \u003cbr\u003e 9.11 Diaphragm Flexibility \u003cbr\u003e 9.12 References \u003cbr\u003e 9.13 Problems \u003cbr\u003e 10 Shearwalls \u003cbr\u003e 10.1 Introduction \u003cbr\u003e 10.2 Basic Shearwall Action \u003cbr\u003e 10.3 Shearwalls Using Wood Structural Panels \u003cbr\u003e 10.4 Other Sheathing Materials \u003cbr\u003e 10.5 Shearwall Chord Members \u003cbr\u003e 10.6 Design Problem: Shearwall \u003cbr\u003e 10.7 Alternate Shearwall Design Methods \u003cbr\u003e 10.8 Anchorage Considerations \u003cbr\u003e 10.9 Vertical (Gravity) Loads \u003cbr\u003e 10.10 Lateral Forces Parallel to a Wall \u003cbr\u003e 10.11 Shearwall Deflection \u003cbr\u003e 10.12 Lateral Forces Perpendicular to a Wall \u003cbr\u003e 10.13 References \u003cbr\u003e 10.14 Problems \u003cbr\u003e 11 Wood Connections—Background \u003cbr\u003e 11.1 Introduction \u003cbr\u003e 11.2 Types of Fasteners and Connections \u003cbr\u003e 11.3 Yield Model for Laterally Loaded Fasteners \u003cbr\u003e 11.4 Factors Affecting Strength in Yield Model \u003cbr\u003e 11.5 Dowel Bearing Strength \u003cbr\u003e 11.6 Plastic Hinge in Fastener \u003cbr\u003e 11.7 Yield Limit Mechanisms \u003cbr\u003e 11.8 References \u003cbr\u003e 11.9 Problems \u003cbr\u003e 12 Nailed and Stapled Connections \u003cbr\u003e 12.1 Introduction \u003cbr\u003e 12.2 Types of Nails \u003cbr\u003e 12.3 Power-Driven Nails and Staples \u003cbr\u003e 12.4 Yield Limit Equations for Nails \u003cbr\u003e 12.5 Applications of Yield Limit Equations \u003cbr\u003e 12.6 Adjustment Factors for Laterally Loaded Nails \u003cbr\u003e 12.7 Design Problem: Nail Connection for Knee Brace \u003cbr\u003e 12.8 Design Problem: Top Plate Splice \u003cbr\u003e 12.9 Design Problem: Shearwall Chord Tie \u003cbr\u003e 12.10 Design Problem: Laterally Loaded Toenail \u003cbr\u003e 12.11 Design Problem: Laterally Loaded Connection in End Grain \u003cbr\u003e 12.12 Nail Withdrawal Connections \u003cbr\u003e 12.13 Combined Lateral and Withdrawal Loads \u003cbr\u003e 12.14 Spacing Requirements \u003cbr\u003e 12.15 Nailing Schedule \u003cbr\u003e 12.16 References \u003cbr\u003e 12.17 Problems \u003cbr\u003e 13 Bolts, Lag Bolts, and Other Connectors \u003cbr\u003e 13.1 Introduction \u003cbr\u003e 13.2 Bolt Connections \u003cbr\u003e 13.3 Bolt Yield Limit Equations for Single Shear \u003cbr\u003e 13.4 Bolt Yield Limit Equations for Double Shear \u003cbr\u003e 13.5 Adjustment Factors for Bolts \u003cbr\u003e 13.6 Tension and Shear Stresses at a Multiple Fastener Connection \u003cbr\u003e 13.7 Design Problem: Multiple-Bolt Tension Connection \u003cbr\u003e 13.8 Design Problem: Bolted Chord Splice for Diaphragm \u003cbr\u003e 13.9 Shear Stresses in a Beam at a Connection \u003cbr\u003e 13.10 Design Problem: Bolt Connection for Diagonal Brace \u003cbr\u003e 13.11 Lag Bolt Connections \u003cbr\u003e 13.12 Yield Limit Equations for Lag Bolts \u003cbr\u003e 13.13 Adjustment Factors for Lag Bolts in Shear Connections \u003cbr\u003e 13.14 Design Problem: Collector (Strut) Splice with Lag Bolts \u003cbr\u003e 13.15 Lag Bolts in Withdrawal \u003cbr\u003e 13.16 Combined Lateral and Withdrawal Loads \u003cbr\u003e 13.17 Split Ring and Shear Plate Connectors \u003cbr\u003e 13.18 Developments in Lag Screw Technology \u003cbr\u003e 13.19 References \u003cbr\u003e 13.20 Problems \u003cbr\u003e 14 Connection Details and Hardware \u003cbr\u003e 14.1 Introduction \u003cbr\u003e 14.2 Connection Details \u003cbr\u003e 14.3 Design Problem: Beam-to-Column Connection \u003cbr\u003e 14.4 Cantilever Beam Hinge Connection \u003cbr\u003e 14.5 Prefabricated Connection Hardware \u003cbr\u003e 14.6 References \u003cbr\u003e 15 Diaphragm-to-Shearwall Anchorage \u003cbr\u003e 15.1 Introduction \u003cbr\u003e 15.2 Anchorage Summary \u003cbr\u003e 15.3 Connection Details—Diaphragm to Wood-Frame Wall \u003cbr\u003e 15.4 Connection Details—Diaphragm to Concrete or Masonry Walls \u003cbr\u003e 15.5 Subdiaphragm Anchorage of Concrete and Masonry Walls \u003cbr\u003e 15.6 Design Problem: Subdiaphragm \u003cbr\u003e 15.7 References \u003cbr\u003e 16 Advanced Top ics in Lateral Force Design \u003cbr\u003e 16.1 Introduction \u003cbr\u003e 16.2 Seismic Forces—Regular Structures \u003cbr\u003e 16.3 Seismic Forces—Irregular Structures \u003cbr\u003e 16.4 Overturning—Background \u003cbr\u003e 16.5 Overturning—Review \u003cbr\u003e 16.6 Overturning—Wind \u003cbr\u003e 16.7 Overturning—Seismic \u003cbr\u003e 16.8 Lateral Analysis of Nonrectangular Buildings \u003cbr\u003e 16.9 Rigid Diaphragm Analysis \u003cbr\u003e 16.10 Additional Topics in Diaphragm Design \u003cbr\u003e 16.11 References \u003cbr\u003e A Equivalent Uniform Weights of Wood Framing \u003cbr\u003e B Weights of Building Materials \u003cbr\u003e C Sl Units \u003cbr\u003e Introduction \u003cbr\u003e Notation \u003cbr\u003e Prefixes \u003cbr\u003e Conversion Factors \u003cbr\u003e Area \u003cbr\u003e Bending Moment or Torque \u003cbr\u003e Lengths or Displacements \u003cbr\u003e Loads \u003cbr\u003e Moment of Inertia \u003cbr\u003e Section Modulus or Volume \u003cbr\u003e Stress and Modulus of Elasticity \u003cbr\u003e Unit Weight, Density \u003cbr\u003e Index","brand":"McGraw-Hill Education","offers":[{"title":"Default Title","offer_id":48866490024279,"sku":"9781260128673","price":85.49,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0817\/1739\/5799\/files\/9781260128673.jpg?v=1722278904","url":"https:\/\/bookcurl.com\/products\/design-of-wood-structures-asdlrfd-eighth-edition-9781260128673","provider":"Book Curl","version":"1.0","type":"link"}